National Association of Testing Authorities, Australia
Scope of Accreditation
Testcrete Laboratories Pty Limited
Site
Testcrete Laboratories Pty Limited
Accreditation No.
1742
Site No.
1735
Date of Accreditation
19 May 1983
Address
16 Kemble Court
Mitchell, ACT 2911
Australia
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Establishment of annex facilities | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | ||
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis |
AS 1141.32 |
|
| Clay and fine silt | Settling |
AS 1141.33 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension |
AS 1141.20.1 AS 1141.20.2 RMS (NSW) Method T235 RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50 |
|
| Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate | Weighing-in-water |
AS 1141.5 AS 1141.6.1 |
|||
| Particle size distribution | Fine particles in road materials; Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1 AS 1141.12 TfNSW T107; RMS (NSW) Method T201 RMS (NSW) Method T203 TfNSW TS 02795.03,TfNSW TS 02799.02,TfNSW TS 02799.04 |
|||
| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
|||
| Shape | Crushed faces; Flakiness; Proportional calliper |
AS 1141.14 AS 1141.15 RMS (NSW) Method T213 RMS (NSW) Method T239 TfNSW TS 02799.12,TfNSW TS 02799.36 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22 TfNSW TS 02799.13 |
|
| Aggregate crushing value | Not applicable |
AS 1141.21 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ | Concrete, grout and mortar | Slump flow | Cone |
AS 1012.3.1 RMS (NSW) Method T301TfNSW TS 02800.02 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Core; Cylinder |
AS 1012.9 AS 1012.14 RMS (NSW) Method T306TfNSW TS 02800.07 |
|
| Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 RMS (NSW) Method T320TfNSW TS 02800.20 |
|||
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 RMS (NSW) Method T316TfNSW TS 02800.16 |
|||
| Specimen preparation | Capping of compressive strength specimens |
RMS (NSW) Method T305 TfNSW TS 02800.06 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
|
| Specimen manufacture and curing | In-situ manufacture and curing of drying shrinkage specimens |
AS 1012.8.4 |
|||
| Specimen manufacture and curing | In-situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Fine particles in road materials; Sieve analysis | Not applicable |
AS 1289.3.6.1 TfNSW T106; TfNSW T107; TfNSW TS 02795.02,TfNSW TS 02795.03 |
|
| Moisture content | Drying oven |
AS 1289.2.1.1 RMS (NSW) Method T120 TfNSW TS 02795.14 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1 TfNSW T113; TfNSW TS 02795.08 |
|||
| Liquid limit; Plastic limit; Plasticity index | Casagrande four point |
AS 1289.3.1.1 AS 1289.3.2.1 AS 1289.3.3.1 TfNSW T108 TfNSW T109 TfNSW TS 02795.04,TfNSW TS 02795.05 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
|
| Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
|||
| Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Methods T162 |
|||
| Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort |
AS 1289.5.1.1 AS 1289.5.2.1 RMS (NSW) Method T111RMS (NSW) Method T112 TfNSW TS 02795.06,TfNSW TS 02795.07 |
|||
| Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
|
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density index | Not applicable |
AS 1289.5.6.1 |
|
| Dry density ratio; Moisture ratio | Calculation |
AS 1289.5.4.1 |
|||
| Relative compaction | Not applicable |
RMS (NSW) Methods T166 |
|||
| Density - In-situ | Volume extraction |
RMS (NSW) Methods T165 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 RMS (NSW) Method T173 TfNSW TS 02795.36 |
|||
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 TfNSW TS 02795.11,TfNSW TS 02796.03 |
|
| Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 TfNSW TS 02795.09 |
|||
| Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH |
AS 1289.4.3.1 |
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment |
AS 1289.1.1 TfNSW T102;TfNSW T105; TfNSW TS 02794.02,TfNSW TS 02795.01 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
AS 5101.4 |
|
| Compressive strength | Uniaxial unconfined |
RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 |
|||
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1 |
|
| Concrete, grout and mortar | Not applicable | Hardened concrete by coring |
AS 1012.14 |
||
| Not applicable | Fresh concrete from a mixer |
AS 1012.1 RMS (NSW) Method T300TfNSW TS 02800.01 |
|||
| Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ |
AS 1289.1.2.1 |
The only data displayed is that deemed relevant and necessary for the clear description of the activities and services covered by the scope of accreditation.
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
Accreditation No.
1742
Site No.
1735
Print date
10 Dec 2023
